1996
DOI: 10.1080/00423119608969209
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An Interactive Model of a Pantograph-Catenary System

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Cited by 18 publications
(16 citation statements)
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“…The elastic force in the ANCF is presented in equation (8). The amount of the wire deformation is expressed in a complex formula.…”
Section: Ancf With Damping Forcementioning
confidence: 99%
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“…The elastic force in the ANCF is presented in equation (8). The amount of the wire deformation is expressed in a complex formula.…”
Section: Ancf With Damping Forcementioning
confidence: 99%
“…While partial differential equations are applicable for wave propagations study, they are not suitable for multibody dynamics. The use of linear finite element formulation in modeling the overhead wire (8) does not account for the coupling effects and nonlinearities. Active control approaches via simulation have also been investigated previously (9) .…”
Section: Introductionmentioning
confidence: 99%
“…While the partial differential equations can be used to study the wave propagations in the catenary cables, the use of this approach is not suited for implementation in computational multibody computer algorithms [12]. In the third approach, the catenary cables are modeled using a linear finite element formulation [15]. In these models, the moving contact load acting on the catenary is applied as an external force [9,15].…”
Section: Introductionmentioning
confidence: 99%
“…In the third approach, the catenary cables are modeled using a linear finite element formulation [15]. In these models, the moving contact load acting on the catenary is applied as an external force [9,15]. Such models, therefore, do not account for many of the coupling effects and nonlinearities due to the pantograph/catenary contact.…”
Section: Introductionmentioning
confidence: 99%
“…With the rapid development of numerical simulation, the finite element method is widely used in the field of catenary modeling [6][7][8][9]. Considering the contact element by penalty method, Collina et al [10] proposed an improved pantograph-catenary model, which included the finite element model of catenary with nonlinear element droppers and the lumped mass pantograph with the bending deformation of the collector heads by a modal superposition approach.…”
Section: Introductionmentioning
confidence: 99%